Table 3.

Experimental Conditions of Actual and Predicted Values of Removal Efficiency of MB from Wastewater.

Run	A: Time min	B: Temperature ℃	C: Initial conc mg/L	Actual removal efficiency MB (%)	Predict removal efficiency MB (%)
1	95	60	300	81.6	78.99
2	10	42.5	300	9.6	11.21
3	95	60	20	60.15	61.42
4	10	25	160	13.9	13.56
5	95	42.5	160	52.78	52.42
6	95	42.5	160	50.25	52.42
7	180	42.5	300	57.13	59.40
8	10	42.5	20	32.76	30.49
9	95	42.5	160	52.8	52.42
10	180	60	160	91.6	91.93
11	95	42.5	160	56.97	52.42
12	180	42.5	20	63.8	62.19
13	180	25	160	33.13	32.13
14	95	25	20	49	51.61
15	95	25	300	13.24	11.97
16	95	42.5	160	49.3	52.42
17	10	60	160	29.6	30.60